Torsion on RHS sections
Torsion on RHS sections
(OP)
Hi,
I have an edge beam with RHS section which is subjected to eccentric loading which creates torsion on the member. Is there any limit (According to EC) on the length of the members so that the LTB can be discounted? Or is there any limit on the h/b ratios?
Thanks in advance
Mugundan.
I have an edge beam with RHS section which is subjected to eccentric loading which creates torsion on the member. Is there any limit (According to EC) on the length of the members so that the LTB can be discounted? Or is there any limit on the h/b ratios?
Thanks in advance
Mugundan.






RE: Torsion on RHS sections
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Torsion on RHS sections
RE: Torsion on RHS sections
RE: Torsion on RHS sections
RE: Torsion on RHS sections